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ERC CC&V Poverty Gulch Chicago Tunnel <br /> December 2016 <br /> Structure#6 Model Output <br /> onlinechannell4.php: Discharge over a broad-crested weir <br /> N <br /> Formulas: <br /> C- (2/3)z'z(7)i.. <br /> INPUT DATA: INTERMEDIATE CALCS: OUTPUT: <br /> rsi un25(m tm) j Units selected U.S Customary Discharge Q 7.174 cis <br /> Select: (U.S.Customery units J <br /> Gravitational acceleration g: 32 17 It ' <br /> Hydraulic head H ;0 6�_ ft s <br /> Discharge coefficient C: 3,087 ftt'z s't <br /> Weir len <br /> gth L: 5 _ It <br /> Gkvlats <br /> Your request was processed at 03.20:56 pm on December 19th,2016 [161219 15:20:56] <br /> Thank you for naming oniinachannel%php. Please call again. [1406183 <br /> Structure#4 Model Output <br /> onlinechanael0l.php: Normal depth in a prismatic charnel <br /> Famuias: <br /> A- ylt + zy) <br /> r . -t + 2zy <br /> 7 1 <br /> Dentition sketch fa a prlametic cha-el - tx,,n) AR-5112 <br /> V-C/A <br /> F-V/(0=)'/z <br /> INPUT DATA: INTERMEDIATE CALCS: OUTPUT: <br /> -Si bnoi(metric]-- --- Units selected- US Customary Normal flow depth yo: 1.735 ft <br /> Select IU.S Cust mary units j <br /> Flow discharge Q: I a3 26 <br /> Gravitational acceleration g: 32.17 ft s-2 Normal flow velocity Vn: 4.558 fps <br /> J cis <br /> -- Units constant k 1.486 Normal Froude number F. 0 78 <br /> Bottom width b: 12 It <br /> Wetted perimeter P. 8.759 ft <br /> Side slope z: C-! Top width T 6.94111 <br /> Bottom slope S a.01 <br /> Flow area A 9.49 ft2 <br /> Manning's n 0.0 22 Hydraulic radius R 0.972 It <br /> Hydraulic depth D: 1 062 ft <br /> 6 <br />